Railway Track & Structures - January 2009 - (Page 13)

Ask John Question: John, how important is lateral and longitudinal bracing on a timber trestle? Answer: Both the lateral and longitudinal bracing are very important for the overall stability on long timber pile bridges and/or tall timber bents. These bracing components resist horizontal loads while limiting deflection and side sway through the trestle. Without these bracing components, the resistance to horizontal forces would depend primarily on the bending capacity of the timber piles and the pile batter. Typically, the need for bracing depends on the length of bridge and the height of bents with consideration given to the soil conditions and the depth of embedment of the piles which leads to obvious additional consideration for framed bents. The lateral loads resisted by timber bents include centrifugal force, wind forces, locomotive nosing, and hydraulic (from channel flow) which can increase with possible drift build-up. Longitudinally, the larger of the braking or traction force must be resisted. The criteria for calculating the magnitude of these forces can be found in Chapter 7, Section 2 of the AREMA Manual for Railway Engineering. The order of magnitude from these forces and deflections from can become significant and must be accounted for in the design and maintenance of the timber trestle. One of the concepts of these bracing components is to help the trestle to react as a unit. Any evaluation that involves the capacity of an existing timber bridge must include a stability analysis using these combined forces. If there is a need for bracing, it will become evident when you run the numbers. Consult the AREMA Manual for Railway Engineering in Chapter 7, Section 3 for typical details regarding bracing. Also, we have all learned that good rail anchors in the approaches at each end of the bridge and across the bridge go a long way to help with both the longitudinal train forces, as well as thermal rail forces. Remember, too, when you frame these bracing members, make every effort to align them with the direction of the force to avoid introducing bending into the member because it is out of line. Use filler blocks to help with this problem. During your bridge inspection, evaluate the timber braces and their connections for physical condition and tightness, especially with the bolt connection and potential decay pockets around the bolt hole. Shear plates and spiked grids are available on the market that will help stabilize the brace connections. It is always a good practice to observe the bridge under train movement, which will help with an immediate determination whether the trestles seem properly braced. www.rtands.com Railway Track & Structures January 2009 13 http://www.rtands.com

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Railway Track & Structures - January 2009 Contents On Track Industry Today Supplier News AREMA News NRC News TTCI R&D Railroads Continue to Budget Major Capital Projects Battling Brush and other Vegetation Steel Mills Increasing Metallurgical Quality of Rail Steels Products and Literature People Calendar Advertisers Index Sales Representatives Website Directory Professional Directory Classified Advertising Chicago Perspective

Railway Track & Structures - January 2009

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